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Test Pit TP-3 <br /> Date: December 10, 2019 Depth: 8' Groundwater: None <br /> - Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> am o Moisture Content(%) <br /> Plastic I I Liquid <br /> a) u 3 Limit Limit <br /> Z a <br /> -a a) a N <br /> L Material Description <br /> o c 0 ? o DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> - <br /> 1 ` ! S-M Loose to medium dense,silty-fine to medium grained sand with <br /> `ei.N.•.:. gravel,dark yellowish brown,moist. (Fill) <br /> ,! ,•,,. -Local debris <br /> —3 . .;':,,Vif.r!,.: <br /> s , <br /> r' 'i S-M Medium dense to very dense,silty-fine to medium grained sand with <br /> —5 ,, ve: , gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> 111 r- t:7 <br /> —7 .......r-1,z <br /> End of Test Pit 8' <br /> —9 <br /> 10 <br /> Test Pit TP-4 <br /> Date: December 10, 2019 Depth: 8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> a Moisture Content(%) <br /> a Plastic I 1 Liquid <br /> Limit I Limit <br /> Z N <br /> Q �, N Material Description <br /> o o DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> ____ __ Topsoil/Grass _ <br /> — 1 ;:::::#1:. <br /> SM Loose to medium dense,silty-fine to medium grained sand with <br /> gravel,dark yellowish brown,moist. (Fill) <br /> — <br /> 2 C•�f <br /> -Areas of crushed rock <br /> 3 <br /> —4 -- - <br /> '::�'. SM Medium dense to very dense,silty-fine to medium grained sand with <br /> ,A..r gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> —5 f•3: <br /> M"•1. <br /> —7 /`.0 <br /> 8 "',ti i, <br /> End of Test Pit 8' <br /> —9 <br /> — 10 <br /> Cobalt Geosciences,LLC <br /> Proposed Development P.O.Box 82243 <br /> rF N Test Pit Kenmore,WA 98028 <br /> C O B A�.T Rockefeller Avenue (206)331-1097 <br /> Alb- <br /> G E O S C I E N C E S Everett, Washington gs www.cobaltgeo.com <br /> cobaltgeoCgmail.com <br />